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| 1 | Clearing jungle including uprooting of rank vegetation , bushes,shurbs , brush wood , trees and sapling of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared(IGNP BSR 2021 Chapter No. VI , item no.1) |
| 2 | Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m ( IGNP BSR 2021Chapter-VI Item 3)Girth above 300 mm to 600 mm |
| 3 | Girth above 600 mm to 1200 mm |
| 4 | Girth above 1200 mm to 2400 mm |
| 5 | Girth above2400 mm |
| 6 | Carriage of materials Excluding loading ,unloading and stacking of timber upto 30 km lead |
| 7 | Loading in truck or MG/BG wagon within 50 Meter lead. Stone, sand, ballast, bajri, earth, grit , lime, timber murrum & Kankar( IGNP BSR 2021Chapter-III Item 1.a) |
| 8 | Earth work excavation in Ordinary soil, undressed with combined lead up to 200 mtrs(( IGNP BSR 2021, ch-VII, Item no. 2) Lead up to 200 m |
| 9 | Extra for Aditional lead B/w 200-250 |
| 10 | Extra for Aditional lead B/w 250-300 |
| 11 | Extra for Aditional lead B/w 300-350 |
| 12 | Compaction of earthwork Extra for laying earth in 15 to 20 cm layers, watering, dressing but excluding cost of Rolling.(Item No. 9.1 ofIGNP BSR 2021 Chapter No. VII) |
| 13 | silt clearance/ removal of blown sand undressed with combinedlead up to 50 m from lined canal section. For FSD morethan 2 m. Extra for wet earthwork from bottom of the excavation up to the top surface of wet earth/silt (that will not support men\"s weight ) in ordinary soil or slush or daldal( IGNP BSR 2021Chapter-VII Item 3.c+5) (88+10=98) |
| 14 | Dismantling / Demolishing Dowel masonry work (Brick/ Tile/ stone) including disposal of unusable material within 50 m lead.( IGNP BSR 2021, ch-XV, Item no. 19) |
| 15 | Breaking brick ballast of 40 mm. nominal size. ( WR BSR north item no 7.22). |
| 16 | Earth work excavation in ordinary soil, kassi work undressed (IGNP BSR 2021, ch-VII, Item no. 1) |
| 17 | Providing and laying cement concreting including curing, compaction etc.complete using brick tile /brick ballast 40 mm nominal size in foundation and plinth, excluding cost of shuttering using. 1 cement : 4 sand: 8 Brick tile/brick ballast mix. ( NON BSR Item) |
| 18 | 1 cement : 4 sand: 8 aggregate mix. Providing and laying cement concreting including curing, compaction etc.complete using stone aggregate 40 mm nominal size in foundation and plinth, excluding cost of shuttering using.CC (1:4:8) ( with new stone ballast)( IGNP BSR 2021, ch-IX, Item no. 3.7) |
| 19 | Cement concrete for sleeper cast in situ 1:3:6 (1 cement : 3 Bajari (Coarse sand) : 6 grit (graded coarse aggregate) 20 mm nominal size) including use of mechanical mixer, scaffolding , form work, dressing, excavation of earth, laying tar paper , finishing, refilling of earth in the sides of sleeper, curing etc. as per specifications complete in all respect including cost of tar paper.Size 100x 200 mm( IGNP BSR 2021, ch-VIII, Item no. 21(ii) |
| 20 | Rubbing and clearing the surface of existing Brick/tile lining to be used as subgrade both in bed and side slopes by means of wire brushes, water / air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer inchargefor preparation of surface. (WR BSR north , Chapter: 7, Item No. 7.32] |
| 21 | Providing & Laying 7.50 Cms. thick cement concrete lining, cast in situ M15 grade (minimum cement content 322 Kg/cum of concrete) (1 cement : 2 Bajri (Coarse Sand) : 4 grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & Vibrator, applying primer confirming to IS : 3384 on panel side, finishing, etc. as per specifications complete in all respect including cost of primer.7.31.2 In Side Slopes, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver.)( WR NORTH BSR 2021, ch-7, Item no. 7.31.2) |
| 22 | Providing and laying cement concreting including curing, compaction etc. complete using stone aggregate 20 mm nominal size in foundation and plinth, excluding cost of shuttering using M-10 grade mix 1:3:6 (1cement : coarse sand : 6 graded stone aggregate). .(IGNP BSR 2021, ch-IX Item no. 3.4) |
| 23 | Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of form work for foundation in basement rafts beam, bases of columns etc up to plinth level including material.(IGNP BSR 2021, ch-IX Item no. 8). |
| 24 | Providing, lowering, laying and jointing intrenches, standard lengths ISI marked AC pressurepipe class 15 manufactured by MAZZA process asper IS-1592-2003 or amended upto date with ACcoupling and EPDM Rubber sealing rings of Type -3 as per IS: 5382/1985 (Reaffirmed 1998) or amendedup to date, including all taxes , transportation andfreight charges, inspection charges, loading/unloading charges, stacking of pipes, labour andmaterial, satisfactory hydraulic testing etc. completeas per technical specifications and direction ofEngineer-in-charge. (excluding earth work andspecials)Note: These pipes shall only be used for raw waterconveyance main from Canal oulet to raw waterreservoirs and interconnection works.1.19.1 150 mm dia Cl-15(phed BSR-2022 , Chapter 1, Item 1.19.1) |
| 25 | Distance stone well dressed of required shape and size 60 cm X23 cm X 7 cm with distence mark engravd and exposed faces well painted. RD Stone)[Ref: WR BSRbkn2021 , Chapter: R-2 Item 2.26.2] |
